JP2013167071A - Built-up column for construction of water storage device - Google Patents

Built-up column for construction of water storage device Download PDF

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JP2013167071A
JP2013167071A JP2012030002A JP2012030002A JP2013167071A JP 2013167071 A JP2013167071 A JP 2013167071A JP 2012030002 A JP2012030002 A JP 2012030002A JP 2012030002 A JP2012030002 A JP 2012030002A JP 2013167071 A JP2013167071 A JP 2013167071A
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column
pillar
water storage
spencer
storage device
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JP5930171B2 (en
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Shinichiro Hayashi
慎一郎 林
Washio Hayashi
和志郎 林
Kanako Hayashi
加奈子 林
Kozaburo Hayashi
宏三郎 林
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Hayashi Bussan Co Ltd
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Hayashi Bussan Co Ltd
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Priority to PCT/JP2013/053089 priority patent/WO2013122007A1/en
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    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
    • E03B3/02—Methods or installations for obtaining or collecting drinking water or tap water from rain-water
    • E03B3/03—Special vessels for collecting or storing rain-water for use in the household, e.g. water-butts
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B11/00—Arrangements or adaptations of tanks for water supply
    • E03B11/10—Arrangements or adaptations of tanks for water supply for public or like main water supply
    • E03B11/14—Arrangements or adaptations of tanks for water supply for public or like main water supply of underground tanks
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00—Water conservation; Efficient water supply; Efficient water use
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00—Water conservation; Efficient water supply; Efficient water use
    • Y02A20/108—Rainwater harvesting

Abstract

PROBLEM TO BE SOLVED: To provide a new-type built-up column for construction of a water storage device, which has an arbitrary length and which can adapt to a wide variety of uses.SOLUTION: A built-up column for construction of a water storage device includes a combination of two base plates A for configuration of an end of a leg body, in which column units 2 assuming a square cylindrical shape are protrusively provided to four corners of a base plate part 1, respectively, one or more column spacers B which assume a square cylindrical shape identical to the square cylindrical shape of each of the column units 2 and which can be connected thereto, and one or more sub-column bodies C which assume a square cylindrical shape identical to the square cylindrical shape of each of the column units 2 and the square cylindrical shape of the column spacer B and which can be mutually connected to them.

Description

本発明は、水を貯留可能とする貯水装置を構築するための組柱に関する。 The present invention relates to a column for constructing a water storage device capable of storing water.

従来、雨水などの水を貯留する貯水装置は、例えば地下にコンクリート製の水槽を設け、この中に水を貯留することが行われる。 しかし、コンクリート製の貯水装置自体は強度的に信頼性が高いものであるが、その設置に当たっては仮枠を設け、必要に応じて鉄筋や鉄骨を配慮して流動性コンクリートを流し込むため、その施工は煩雑であり、かつ施工には十分な技術と配慮を必要とした。 Conventionally, a water storage device that stores water such as rainwater is provided with, for example, a concrete water tank in the basement and stores water therein. However, although the concrete water storage device itself has high strength and reliability, a temporary frame will be provided for installation, and fluid concrete will be poured into it with consideration of reinforcing bars and steel frames as necessary. Was complicated and required sufficient technology and consideration for construction.

近年、コンクリート製の水槽を設けずに、水を著理由可能な構造体に遮水性材料を使用した覆い部材で囲い、この構造体に水を貯留することが行われている。   In recent years, without providing a concrete water tank, a structure capable of remarkably providing water is surrounded by a cover member using a water shielding material, and water is stored in this structure.

上記のような水を貯留可能な構造体を有する貯水装置は、構造体の外側にシート状の覆い部材を設けるが、この場合、地震に依る振動、車両の走行や工事などの原因に依る振動、その他の局部的圧力などによって覆い部分が破損するようなことがある。 そして、覆い部分が破損した場合、貯水されている水が短時間に漏出してしまい、地貯水装置としての機能が失われてしまう。   A water storage device having a structure capable of storing water as described above is provided with a sheet-like covering member on the outside of the structure. In this case, vibration due to earthquakes, vibration due to causes such as vehicle running and construction, etc. The cover part may be damaged by other local pressure. And when a cover part is damaged, the stored water will leak in a short time, and the function as a ground water storage apparatus will be lost.

このような問題を解決するために、貯水装置内に貯水空間を形成可能とする形態のブロック部材を積み上げて、その補強性を図るように構成したものがある(例えば特許文献１参照。) これは同文献の図２乃至図４に示されているようなブロック状のものを前後左右に連結することに依って貯水装置内の補強化を図るように構成したものである。   In order to solve such a problem, there is a configuration in which block members in a form that allows a water storage space to be formed in the water storage device are stacked to enhance the reinforcement (see, for example, Patent Document 1). Is configured to reinforce the inside of the water storage device by connecting the block-like ones shown in FIGS.

特願２０００−３０６３０５号Japanese Patent Application No. 2000-306305

上述したような従来の技術であると、貯水装置内に貯水空間を形成可能とする形態のブロック部材を積み上げていく関係上、その作業には著しい煩雑性を伴うことを余儀なくされた。 すなわち、各ブロックの存在に基づき貯水装置内の貯水用空間を保持した状態を保った状態で、当該ブロックを貯水装置内に隙間なく積み上げていくものであったため、その施工作業に当たっては多く時間的負担性が伴うものとされた。 In the case of the conventional technology as described above, the work has to be accompanied by a significant complexity in connection with the stacking of the block members that can form the water storage space in the water storage device. In other words, the blocks are stacked without any gaps in the water storage device while keeping the water storage space in the water storage device based on the presence of each block, so that the construction work takes much time. It was supposed to be burdensome.

本発明は、このようなブロックに依存することなく、柱状の構築用部材の組立に基づき貯水装置内の貯水空間を保持した状態での補強目的が達成されるような使用形態がとることが出来るようにした新規の貯水装置構築用組柱の提供を図り、もって、上述したような従来の問題点の解消化を図ったものである。   The present invention does not depend on such a block, and can be used in such a manner that the purpose of reinforcement is achieved in a state where the water storage space in the water storage device is held based on the assembly of the columnar construction member. By providing such a new water storage device construction column, the conventional problems as described above are solved.

本発明は請求項１に記載のように、基板部１の四隅寄りに角筒状を呈する柱単体２を夫々突設して成る脚体端部構成用基板Aを２個と、当該各柱単体２と等しい角筒状を呈しかつこれと連結可能とする柱スペンサーBを１個以上と、当該各柱単体２及び柱スペンサーBと等しい角筒状を呈しかつこれらと相互に連結可能とするサブ柱体Cを１個以上との組合せを１単位のセットとして成る貯水装置構築用組柱に係る。 As described in claim 1, the present invention provides two leg end portion constituting substrates A each formed by projecting a single column 2 having a rectangular tube shape near the four corners of the substrate portion 1, and each of the columns. One or more column spencers B that have the same rectangular tube shape as that of the single unit 2 and that can be connected thereto, and the same rectangular column shape as each of the column single units 2 and the column spencer B, and that can be connected to each other. It relates to a water storage device construction assembled column comprising a combination of one or more sub column bodies C as a unit.

本発明は請求項２に記載のように、脚体端部構成用基板Aの各柱単体２と、柱スペンサーBと、サブ柱体Cとは、その夫々の端縁部に設けた連結用係合孔と連結用突起との差し込み手段に基づき着脱自在の連結を図るように構成し、柱スペンサーBには前記差し込み手段に加えて柱単体２と柱スペンサーBに対する側壁部分での掛け止めに基づく連結手段を設けるように構成した請求項１に記載の貯水装置構築用組柱を実施の態様とする。 According to the present invention, each pillar single body 2, pillar spencer B, and sub pillar body C of the leg end portion constituting substrate A are connected to each other at the end edges thereof. The column spencer B is configured to be detachably connected based on the insertion means between the engagement hole and the connection projection, and the column spencer B is used to latch the column single body 2 and the column spencer B at the side wall portion in addition to the insertion means. The water storage device constructing column according to claim 1, which is configured to provide a connecting means based thereon, is an embodiment.

本発明は請求項３に記載のように、脚体端部構成用基板Aの各柱単体２には適宜な補強材を充填するように構成した請求項１または請求項２の何れかに記載の貯水装置構築用組柱を実施の態様とする。 According to the present invention, as described in claim 3, each pillar single body 2 of the leg end portion constituting substrate A is configured to be filled with an appropriate reinforcing material. A water storage device construction column is used as an embodiment.

本発明は請求項４に記載のように、脚体端部構成用基板Aとして、中央部に一つの柱単体を設けたものを用いるように構成した請求項１乃至請求項３の何れかに記載の貯水装置構築用組柱を実施の態様とする。 According to the present invention, as described in claim 4, as the leg end portion constituting substrate A, one having a single pillar provided at the center is used. The described water storage device construction column is an embodiment.

本発明は請求項５に記載のように、脚体端部構成用基板Aに設けた角筒状を呈する柱単体２と、当該各柱単体２と等しい角筒状を呈する柱スペンサーBと、これらと等しい角筒状を呈するサブ柱体Cとを柱状に組んだ場合に形成される一連の中心空洞部分に、コンクリートまたは鉄筋コンクリートのような補強用充填材を充填するようにした請求項１乃至請求項４の何れかに記載の貯水装置構築用組柱を実施の態様とする。 The present invention as described in claim 5, a column single body 2 having a rectangular tube shape provided on the leg end portion constituting substrate A, and a column spencer B having a rectangular tube shape equal to each column single body 2, A series of central cavities formed when sub-columns C having a square cylindrical shape equivalent to these are assembled in a columnar shape are filled with a reinforcing filler such as concrete or reinforced concrete. The water storage device construction column according to any one of claims 4 is an embodiment.

本発明は請求項６に記載のように、柱スペンサーBと、サブ柱体Cの四周壁の中央部分に夫々梁連結用手段を設けるように構成した請求項１乃至請求項５の何れかに記載の貯水装置構築用組柱を実施の態様とする。 According to the present invention, as described in claim 6, the beam splicer B and the beam connecting means are provided in the central portion of the four peripheral walls of the sub-column C, respectively. The described water storage device construction column is an embodiment.

本発明は請求項１に記載のような構成、すなわち、基板部１の四隅寄りに角筒状を呈する柱単体２を夫々突設して成る脚体端部構成用基板Aを２個と、当該各柱単体２と等しい角筒状を呈しかつこれと連結可能とする柱スペンサーBを１個以上と、当該各柱単体２及び柱スペンサーBと等しい角筒状を呈しかつこれらと相互に連結可能とするサブ柱体Cを１個以上との組合せを１単位のセットするように構成したから、任意の長さを具えた構築用柱の形成が可能化される。 The present invention is configured as described in claim 1, that is, two leg end portion constituting substrates A each formed by projecting a single column 2 having a rectangular tube shape near the four corners of the substrate portion 1, One or more column spencers B that have the same rectangular tube shape as each column single unit 2 and can be connected thereto, and the same square tube shape as each column unit 2 and column spencer B, and are connected to each other Since the combination of one or more sub-columns C to be set is set as one unit, it is possible to form a building column having an arbitrary length.

すなわち、例えば脚体端部構成用基板Aを上下に向い合せた状態(土台石的な使用)、上下二つの脚体端部構成用基板A間に一つのサブ柱Cを介在させた状態(丈低な支柱的な使用)、上下二つの脚体端部構成用基板A間に一つのサブ柱CとスペンサーBを介在させた状態(中程度の支柱的な使用)、そして、図７に示すような丈高な構築用柱としての連結状態等、その組み合わせを必要に応じて適宜に行うことに依り、柱構築の汎用性が図られることとなる。 そして、脚体端部構成用基板Aの存在に基づき、４本の柱を一本化(一束化)することが出来ると同時に、自立状態での仮置き的安定化を図ることができる。 That is, for example, the state where the leg end configuration substrate A is faced up and down (use as a foundation stone), the state where one sub-column C is interposed between the upper and lower leg end configuration substrate A ( 7), with a single sub-column C and a spencer B interposed between the upper and lower leg end configuration boards A (use of a medium strut), and FIG. The versatility of pillar construction will be achieved by appropriately performing the combination as necessary, such as a connected state as a tall construction pillar as shown. Then, based on the presence of the leg end portion configuration substrate A, the four pillars can be integrated (bundled), and at the same time, temporary stabilization in a self-standing state can be achieved.

本発明は請求項２に記載のような構成、すなわち、脚体端部構成用基板Aの各柱単体２と、柱スペンサーBと、サブ柱体Cとは、その夫々の端縁部に設けた連結用係合孔と連結用突起との差し込み手段に基づき着脱自在の連結を図るように構成し、柱スペンサーBには前記差し込み手段に加えて柱単体２と柱スペンサーBに対する側壁部分での掛け止めに基づく連結手段を設けるように構成したから、各部材の連結部分に柱スペンサーBを介在させることに依って、各部材の相互的連結の確固性が図られる。 すなわち、連結用係合孔と連結用突起との差し込み手段だけに依存した場合、連結強度上の問題が予想されるが、上記柱スペンサーBを介在させることに依る二重連結性に基づき強力なる連結柱として機能することとなる。 The present invention has the structure as described in claim 2, that is, each pillar single body 2, pillar spencer B, and sub-pillar body C of the leg-end-part-constituting substrate A are provided at their respective end edges. The column spencer B is configured so as to be detachable on the basis of the insertion means between the connecting engagement hole and the connection projection. Since the connection means based on the latching is provided, the reliability of mutual connection of each member can be achieved by interposing the column spencer B in the connection portion of each member. That is, if only the means for inserting the connection engagement hole and the connection protrusion is used, a problem on the connection strength is expected, but it becomes stronger based on the double connection property by interposing the column spencer B. It will function as a connecting pillar.

本発明は請求項３に記載のような構成、すなわち、脚体端部構成用基板Aの各柱単体２には適宜な補強材を充填するように構成することに依って、基礎となる脚部の補強性が高められることとなる。 The present invention has a structure as described in claim 3, that is, a base leg by configuring each pillar single body 2 of the leg end portion constituting substrate A to be filled with an appropriate reinforcing material. The reinforcement of the part will be improved.

本発明は請求項４に記載のような構成、すなわち、脚体端部構成用基板Aとして、中央部に一つの柱単体を設けたものを用いるように構成することに依り、前述したような４本柱としたものに比して狭いスペースでの柱構築が可能化される。 The present invention is configured as described in claim 4, that is, by using a leg end portion configuration substrate A that is provided with a single pillar in the center, as described above. It is possible to construct pillars in a narrow space compared to the four pillars.

本発明は請求項５に記載のような構成、すなわち、脚体端部構成用基板Aに設けた角筒状を呈する柱単体２と、当該各柱単体２と等しい角筒状を呈する柱スペンサーBと、これらと等しい角筒状を呈するサブ柱体Cとを柱状に組んだ場合に形成される一連の中心空洞部分に、コンクリートまたは鉄筋コンクリートのような補強用充填材を充填するようにすることに依り、強い荷重等が掛かっても充分なる耐性を発揮することが出来る。 The present invention has the structure as described in claim 5, that is, the pillar single body 2 having a rectangular tube shape provided on the leg end portion configuration substrate A, and the pillar spencer having a rectangular tube shape equal to each pillar single body 2. Fill a series of central cavities formed when B and sub-columns C that have the same rectangular tube shape as a column are filled with a reinforcing filler such as concrete or reinforced concrete. Therefore, sufficient resistance can be exhibited even when a strong load or the like is applied.

本発明は請求項６に記載のような構成、すなわち、柱スペンサーBと、サブ柱体Cの四周壁の中央部分に夫々梁連結用手段を設けるように構成することに依り、本発明に基づく構築用柱を多数本形成し、これらを所要の梁材Pで連結することに依って、貯水装置構築用組柱の建造目的が容易に達成される。 The present invention is based on the present invention based on the configuration as described in claim 6, that is, the beam splicer B and the beam connecting means are respectively provided in the central part of the four peripheral walls of the sub-column C. By forming a large number of construction pillars and connecting them with the required beam members P, the construction purpose of the water storage device construction pillar is easily achieved.

本発明を構成するための要旨部材の一つである脚体端部構成用基板Aを表した平面図である。FIG. 2 is a plan view showing a leg end portion constituting substrate A which is one of the essential members for constituting the present invention. 同上正面図であるIt is the same front view 本発明を構成するための要旨部材の一つであるスペンサーBを表した平面図である。It is a top view showing Spencer B which is one of the summary members for constituting the present invention. 同上正面図である。It is a front view same as the above. 本発明を構成するための要旨部材の一つであるサブ柱Cを表した平面図である。It is a top view showing sub pillar C which is one of the summary members for constituting the present invention. 同上正面図である。It is a front view same as the above. 本発明の要旨部材全てを所要数用いて形成した貯水装置構築用柱体の一例を表した説明用略図である。It is the explanatory schematic diagram showing an example of the column for water storage equipment construction formed using all the summary members of the present invention.

本発明は第１の構成部材たる二つの脚体端部構成用基板Aと、第２の構成部材たる所要数の柱スペンサーBと、第３の構成部材たる所要数のサブ柱体Cとを、所要の組合せ的連結を図ることに依って、構築用柱部材を含めて各種形態の支持部材の形成が可能化されるように構成したことを特徴とする貯水装置構築用組柱に関するものである。  In the present invention, two leg end portion constituting substrates A which are first constituent members, a required number of column spencers B which are second constituent members, and a required number of sub-columns C which are third constituent members. In addition, the present invention relates to a water storage device construction column that is configured so that various forms of support members including the construction column member can be formed by achieving the required combinational connection. is there.

図１及び図２は、本発明における第１の構成部材たる脚体端部構成用基板Aを表したものである。 同図において、１は矩形状を呈する基板部であって、その一側面( 図面にあっては上面)の四隅寄りには、夫々は角筒状を呈する柱単体２が突設してある。 そして、当該柱単体２の上端面の各辺には、夫々連結用係合孔２aと、連結用突起２bが夫々所定位置に対を成すように形成してある。 1 and 2 show a leg end portion constituting substrate A which is a first constituent member in the present invention. In the figure, reference numeral 1 denotes a rectangular substrate portion, and a single column 2 having a rectangular tube shape protrudes from the four corners of one side surface (the upper surface in the drawing). Then, on each side of the upper end surface of the column body 2, a coupling engagement hole 2 a and a coupling projection 2 b are formed so as to form a pair at a predetermined position.

なお、上記した基板部１であるが、図面においては１枚板状に示してあるが、実際には図１に鎖線で示すように薄板である基面上に格子状枠面を一体成形することに依って、軽量化と材料の節減化を図るように構成することが好ましい。 In addition, although it is the substrate portion 1 described above, it is shown as a single plate in the drawing, but actually, a lattice frame surface is integrally formed on a base surface which is a thin plate as shown by a chain line in FIG. Therefore, it is preferable to configure so as to reduce the weight and the material.

更に、当該基板部１の形態を図１のものを４等分した形態、すなわち、正方形状基板部の一側面の中央に一つの柱単体を設けるように構成しても良い。 すなわち、図示の実施例の場合は、４本の柱単体を一組といるように形成してあるため、狭いスペース内に対する柱構築に齟齬をきたすことが予想されるため、この場合は、上記のような１本の柱単体とするものを使用することが好ましい。 本発明はこのような形態で実施する場合もある。   Further, the substrate 1 may be divided into four equal parts in FIG. 1, that is, a single pillar may be provided at the center of one side of the square substrate. That is, in the case of the illustrated embodiment, the four pillars are formed so as to form a set, and it is expected that the construction of the pillars in a narrow space will be disturbed. It is preferable to use a single pillar as shown in FIG. The present invention may be implemented in such a form.

そして、角筒状を呈する柱単体２の中央開口部Kであるが、ここには必要に応じてコンクリートまたは鉄筋コンクリート、その他の適宜補強材を設けるための空所として機能するように構成してある。 And it is the center opening K of the column single-piece | unit 2 which exhibits a square cylinder shape, It is comprised so that it may function as a space for providing concrete or a reinforced concrete, and other appropriate reinforcing materials here as needed. .

２cは掛止め連結用差込部であって、連結用柱単体２の上端面の各辺縁所要箇所に形成してある。 ２eは連結用柱単体２の上端面各隅角部に形成した連結用係合孔である。そして、当該掛止め連結用差込部２cと連結用係合孔２eは、後述するスペンサーBまたはサブ柱体Cの差し込み的連結を図るためのものである。 Reference numeral 2c denotes a latching connection insertion portion, which is formed at a required portion of each edge of the upper end surface of the connection pillar single unit 2. Reference numeral 2e denotes a coupling engagement hole formed in each corner portion of the upper end surface of the coupling column single body 2. The latching connection insertion portion 2c and the connection engagement hole 2e are used to insert and connect a later-described spencer B or sub-column body C.

図３及び図４は、本発明における第２の構成部材たる柱スペンサーBを表したものである。 なお、当該図３及び図４は、後述する図５及び図６とは同一縮尺度で表してあるが、前記図１及び図２とは、大きさの点から縮尺度を異ならせてある。 3 and 4 show a column spencer B which is a second constituent member in the present invention. 3 and 4 are shown on the same scale as FIGS. 5 and 6 described later, but the scales are different from those in FIGS. 1 and 2 in terms of size.

当該柱スペンサーBであるが、これは、既述した第１の構成部材たる脚体端部構成用基板Aに設けられている各柱単体２の端縁に対して、これを延長させるような形態で確固に連結するためのものである。 This is the column spencer B, which extends the edge of each column single body 2 provided on the leg end portion constituting substrate A which is the first component described above. It is for firmly connecting in the form.

また、当該柱スペンサーBは、既述した柱単体２の外周辺と合致する外周辺を具えた角筒状柱体３から成りその中央部に形成される中央開口部Lは、柱単体２の中央開口部Kと合致する大きさを具えたものとしてある。 The column spencer B is composed of a rectangular cylindrical column 3 having an outer periphery that matches the outer periphery of the single column 2 described above. It is assumed to have a size that matches the central opening K.

そして、当該角筒状柱体３の各上下端縁寄り周壁部分には、前記した柱単体２の上端面の各辺縁所要箇所に形成した掛止め連結用差込部２cに対する係合用片３cが、また、当該角筒状柱体３の上下端面部分にその上端が臨まされるように、前記した柱単体２の上端面各隅角部に形成した連結用係合孔２eに対する差し込み用突起部3eが形成してある。 そして、これらの係合を図ることに依って、当該柱スペンサーBが柱単体２の上端に対する着脱可能な連結が図られ、これに基づき、脚体端部構成用基板Aに対する柱スペンサーBの連結目的が達成されるように構成してある。 Then, on the peripheral wall portions near the upper and lower end edges of the rectangular cylindrical column 3, the engagement pieces 3 c for the latching connection insertion portions 2 c formed at the required positions on the respective edges of the upper end surface of the single column 2 described above. However, the projection for insertion into the coupling engagement hole 2e formed at each corner of the upper end surface of the column single body 2 so that the upper end faces the upper and lower end surface portions of the rectangular cylindrical column 3 Part 3e is formed. Then, by engaging these engagements, the column spencer B can be detachably connected to the upper end of the column unit 2, and based on this, the connection of the column spencer B to the leg end portion configuration board A is achieved. It is configured to achieve the objective.

3a及び3bは当該角筒状柱体３内に対を成すように対称的に形成した連結用縦筒であって、既述した柱単体２の上端面の各辺に形成した連結用突起２bに対する突入連結的係合を図るためのものである。 なお、当該連結用縦筒3a及び3bを対を成すように形成したのは、柱スペンサーBの天地の指向性を無くし、それぞれ対応する縦筒内に突入連結的係合の許容化が図られる。
めである。 これは後述するサブ柱体Cに対する連結に際しても同様な許容性が図られることとなる。 Reference numerals 3a and 3b denote connecting vertical cylinders formed symmetrically so as to form a pair in the rectangular cylindrical column body 3, and the connecting protrusions 2b formed on each side of the upper end surface of the single column 2 described above. This is intended to achieve rush coupling engagement. Note that the connection vertical cylinders 3a and 3b are formed in pairs to eliminate the directivity of the column spencer B from the top and down, and allow rush connection engagement in the corresponding vertical cylinders. .
It is. This also allows the same allowance when connecting to the sub-column C described later.

3dは柱スペンサーBの四周壁中央部に付設した掛け止め用受け金具であって、図７に示すように、補強用または接続用の梁材Pの端部垂直折曲げ片部分を挿し込むためのものである。 3d is a latch receiving bracket attached to the central part of the four peripheral walls of the pillar spencer B. As shown in FIG. 7, the end vertical bent piece of the reinforcing or connecting beam P is inserted. belongs to.

図５及び図６は、本発明における第３の構成部材たるサブ柱体Cを表したものである。 そして、当該サブ柱体Cは、既述した第１の構成部材たる脚体端部構成用基板Aに設けられている各柱単体２の端縁に対して、または前述した柱スペンサーBに対して、これを延長させるような形態で確固に連結するためのものである。 5 and 6 show a sub-column C which is a third constituent member in the present invention. And the said sub-column C is with respect to the edge of each column single-piece | unit 2 provided in the board | substrate A for leg end part structure which is the 1st component mentioned above, or with respect to the column spencer B mentioned above. Thus, it is for firmly connecting in such a form that it is extended.

また、当該サブ柱体Cは、既述した柱単体２及び柱スペンサーBの外周辺と合致する外周辺を具えた角筒状柱体４から成り、その中央部に形成される中央開口部Mは、既述した柱単体２の中央開口部K及びサブ柱体Cの中央開口部Lと合致する大きさを具えたものとしてある。 The sub-column C is composed of a columnar column 4 having an outer periphery coinciding with the outer periphery of the column single body 2 and the column spencer B described above, and a central opening M formed at the center thereof. Is provided with a size that matches the central opening K of the single pillar 2 and the central opening L of the sub-column C described above.

当該角筒状柱体４の上下端面には、夫々連結用係合孔４aと、連結用突起４bが夫々所定位置に対を成すように形成してある。 そして、これは、既述した柱単体２の連結用係合孔２aと連結用突起２bとを対応させ、更には、角筒状柱体３の連結用縦筒3aまたは連結用縦筒3bの何れかを対応させて、その各突入係合を図るためのものである。 On the upper and lower end surfaces of the rectangular cylindrical column 4, a coupling engagement hole 4 a and a coupling projection 4 b are formed in pairs at predetermined positions, respectively. This corresponds to the connection engagement hole 2a of the column single body 2 and the connection protrusion 2b described above, and further, the connection vertical cylinder 3a or the connection vertical cylinder 3b of the rectangular columnar column 3 is formed. One of them is made to correspond to each of the rush engagements.

そして、当該角筒状柱体４の各上下端縁寄り周壁部分には、前記した柱スペンサーBの各辺縁所要箇所に形成した係合用片３cに対する係合用受け部４cが、また、当該角筒状柱体４の上下端面隅角部分には、前記した柱スペンサーBの差し込み用突起部3eに対する差し込み用孔4eが設けられている。 Further, on the peripheral wall portions near the upper and lower end edges of the rectangular cylindrical column 4, the engagement receiving portions 4 c for the engagement pieces 3 c formed at the required positions on the respective edges of the column spencer B are also provided at the corners. In the upper and lower end corners of the cylindrical column 4, insertion holes 4 e for the insertion protrusions 3 e of the column spencer B are provided.

上記した手段に基づきこれらの係合を図ることに依って、サブ柱体Cが柱スペンサーBの上端に対する着脱可能な連結、若しくは、脚体端部構成用基板Aに対して直接的なる連結目的が達成されるように構成してある。 By engaging these engagements based on the above-described means, the sub-column C can be detachably connected to the upper end of the column spencer B, or can be directly connected to the leg-end-constituting substrate A. Is configured to be achieved.

なお、結用係合孔４a、連結用突起４b、係合用受け部４c、差し込み用孔4eを、上下対称的に形成したのは、当該サブ柱体Cの連結上の上下指向性を無くするためである。 The fact that the connecting engagement hole 4a, the connecting protrusion 4b, the engaging receiving portion 4c, and the insertion hole 4e are formed vertically symmetrically eliminates the vertical directivity on the connection of the sub-column C. Because.

4dはサブ柱体Cの四周壁中央部分に付設した掛け止め用受け金具であって、補強用または接続用の梁材Pの端部垂直折曲げ片部分を挿し込むためのものである。 4d is a latch receiving bracket attached to the central portion of the four peripheral walls of the sub-column C for inserting the end vertical bent piece portion of the beam P for reinforcement or connection.

図７は本発明を貯水装置構築用柱として用いた場合を表したものである。 すなわち、所要の基礎面Rに対して天板Sに対する支持用柱とし使用した場合の実施例である。 この場合、上下に脚体端部構成用基板Aを配置し、その間にスペンサーB及びサブ柱Cを互い違いに連結して形成したものである。 FIG. 7 shows a case where the present invention is used as a column for constructing a water storage device. In other words, this is an example in which the required base surface R is used as a supporting column for the top plate S. In this case, the leg end portion configuration board A is arranged above and below, and the spencer B and the sub-column C are alternately connected therebetween.

この場合、脚体端部構成用基板Aの四隅に設けられている各柱単体２に対して夫々スペンサーB及びサブ柱Cを互い違いに連結する。 従って、本発明に基づき形成される構築用柱は、四本の柱を具えたものが一本の構築用柱として機能することとなる。 そして、各柱単体を含めこれに連なる各スペンサーB及びサブ柱Cの各中央開口部L、M、Nには、必要に応じて所要の補強用材料、例えばコンクリートまたは鉄筋コンクリート等の補強材を充填する。 In this case, the spencer B and the sub-column C are alternately connected to each columnar unit 2 provided at each of the four corners of the leg end portion configuration board A. Therefore, the construction pillar formed according to the present invention has four pillars that function as one construction pillar. In addition, each central opening L, M, N of each spencer B and sub-column C including each column alone is filled with a necessary reinforcing material, for example, a reinforcing material such as concrete or reinforced concrete as necessary. To do.

本発明は、脚体端部構成用基板Aを上下に位置させ、その間に必要に応じて所要数のスペンサーB及びサブ柱Cを介在させることに依って、所要長さの構築用柱を形成するものである。 そして、図７に示す実施例にあっては、上記のような構築用柱を多数本形成し、これらを所要の梁材Pで連結することに依って、貯水装置構築用組の形成が可能化される。 The present invention forms the building pillar of the required length by positioning the leg end portion configuration board A vertically and interposing the required number of spencers B and sub-columns C between them as necessary. To do. In the embodiment shown in FIG. 7, a water storage device construction set can be formed by forming a large number of construction pillars as described above and connecting them with the required beam material P. It becomes.

なお、図７は本発明の一つの組立例を表したものであり、これ以外、例えば脚体端部構成用基板Aを上下に向い合せた状態(土台石的な使用)、上下二つの脚体端部構成用基板A間に一つのサブ柱Cを介在させた状態(丈低な支柱的な使用)、上下二つの脚体端部構成用基板A間に一つのサブ柱CとスペンサーBを介在させた状態(中程度の支柱的な使用)、そして、図７に示すような連結状態等、その組み合わせは必要に応じて適宜に行うものである。 FIG. 7 shows one assembly example of the present invention. In addition to this, for example, the leg end-constituting substrate A is faced up and down (use as a foundation stone), and the upper and lower legs are two. A state in which one sub-column C is interposed between the body end configuration substrates A (use as a low-pitch column), one sub column C and a spencer B between the upper and lower leg end configuration substrates A The combination of a state in which an intermediate is interposed (use of a medium strut) and a connected state as shown in FIG. 7 are appropriately performed as necessary.

ところで、スペンサーBは互いの連結強化のための介在部材としての役割を果すものであり、従って、これを省略しても相互連結は可能である。 By the way, the Spencer B plays a role as an interposition member for strengthening the mutual connection. Therefore, even if this is omitted, the mutual connection is possible.

柱状の構築用部材の組立に基づき貯水装置内の貯水空間を保持した状態での補強目的が達成されるような使用形態がとることが出来るようにした新規の貯水装置構築用組柱の提供を図ることだできる。 Providing a new column for constructing a water storage device that can be used in such a way that the purpose of reinforcement can be achieved in a state where the water storage space in the water storage device is held based on the assembly of the columnar construction member. I can plan.

A 脚体端部構成用基板
K 中央開口部
１ 基板部
２ 柱単体
2a 連結用係合孔
2b 連結用突起
B 柱スペンサー
L 中央開口部
３ 角筒状柱体
3a 連結用縦筒
3b 連結用縦筒
3c 係合用片
3e 差し込み用突起部
3d 掛け止め用受け金具
C サブ柱体
M 中央開口部
４ 角筒状柱体
4a 連結用係合孔
4b 連結用突起
4c 係合用受け部
4e 差し込み用孔
4d 掛け止め用受け金具
P 梁材 A Leg end structure board
K Center opening 1 Substrate 2 Column alone
2a Connection engagement hole
2b Connecting protrusion
B Column Spencer
L Center opening 3 Square cylindrical column
3a Vertical cylinder for connection
3b Vertical cylinder for connection
3c engagement piece
3e Insertion protrusion
3d retaining bracket
C sub-column
M Center opening 4 Square cylindrical column
4a Connecting hole for connection
4b Connecting protrusion
4c Receiving part for engagement
4e Insertion hole
4d Latch bracket
P Beam material

Claims (6)

基板部(１)の四隅寄りに角筒状を呈する柱単体(２)を夫々突設して成る脚体端部構成用基板(A)を２個と、当該各柱単体(２)と等しい角筒状を呈しかつこれと連結可能とする柱スペンサー(B)を１個以上と、当該各柱単体(２)及び柱スペンサー(B)と等しい角筒状を呈しかつこれらと相互に連結可能とするサブ柱体(C)を１個以上との組合せを１単位のセットとして成る貯水装置構築用組柱。 Two leg end-constituting substrates (A) each formed by projecting a single column (2) having a rectangular tube shape near the four corners of the substrate (1) are equal to each column (2). One or more pillar spencers (B) that have a rectangular tube shape and can be connected to them, and a rectangular tube shape that is equal to each of the individual column (2) and pillar spencer (B), and can be connected to each other A column for constructing a water storage device comprising a combination of one or more sub-columns (C) as a unit. 脚体端部構成用基板(A)の各柱単体(２)と、柱スペンサー(B)と、サブ柱体(C)とは、その夫々の端縁部に設けた連結用係合孔と連結用突起との差し込み手段に基づき着脱自在の連結を図るように構成し、柱スペンサー(B)には前記差し込み手段に加えて柱単体(２)と柱スペンサー(B)に対する側壁部分での掛け止めに基づく連結手段を設けるように構成した請求項１に記載の貯水装置構築用組柱。 Each column single body (2), column spencer (B), and sub-column (C) of the leg end configuration substrate (A) are connected to engagement holes provided at their respective end edges. It is constructed so that it can be detachably connected based on the insertion means with the connection projection, and in addition to the insertion means, the pillar spencer (B) is hung on the side wall portion of the pillar single body (2) and the pillar spencer (B). 2. The water storage device constructing column according to claim 1, wherein a connecting means based on a stop is provided. 脚体端部構成用基板(A)の各柱単体(２)には適宜な補強材を充填するように構成した請求項１または請求項２の何れかに記載の貯水装置構築用組柱。   3. The water storage device construction assembled pillar according to claim 1, wherein each pillar single body (2) of the leg end portion constituting substrate (A) is filled with an appropriate reinforcing material. 脚体端部構成用基板(A)として、中央部に一つの柱単体を設けたものを用いるように構成した請求項１乃至請求項３の何れかに記載の貯水装置構築用組柱。 The water storage device construction column according to any one of claims 1 to 3, wherein the leg end portion configuration substrate (A) is configured to use a single column provided at the center. 脚体端部構成用基板(A)に設けた角筒状を呈する柱単体(２)と、当該各柱単体(２)と等しい角筒状を呈する柱スペンサー(B)と、これらと等しい角筒状を呈するサブ柱体(C)とを柱状に組んだ場合に形成される一連の中心空洞部分に、コンクリートまたは鉄筋コンクリートのような補強用充填材を充填するようにした請求項１乃至請求項４の何れかに記載の貯水装置構築用組柱。 A single column (2) having a rectangular tube shape provided on the leg end portion constituting substrate (A), a column spencer (B) having a rectangular tube shape equal to each single column (2), and an angle equal to these The reinforcing filler such as concrete or reinforced concrete is filled in a series of central hollow portions formed when the cylindrical sub-columns (C) are assembled in a columnar shape. 5. A water column building construction pillar according to any one of 4 above. 柱スペンサー(B)と、サブ柱体(C)の四周壁の中央部分に夫々梁連結用手段を設けるように構成した請求項１乃至請求項５の何れかに記載の貯水装置構築用組柱。 6. The water storage device construction assembled column according to claim 1, wherein the column spencer (B) and the beam connecting means are respectively provided in the central portion of the four peripheral walls of the sub column body (C). .
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016108817A (en) * 2014-12-05 2016-06-20 株式会社 林物産発明研究所 Building block for constructing rainwater outflow restraining facility
JP2016108787A (en) * 2014-12-04 2016-06-20 株式会社 林物産発明研究所 Connection adapter of unit member

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